Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

3D Plastic Beam

Status
Not open for further replies.

ankushaggarwal2

Aerospace
May 22, 2007
26
Hi,
I want to model a 3D elasto-plastic beam and calculate the axial strains. The Beam4 is described as Elastic beam and Beam24 although named as Plastic, is for thin walled beam.

Please help me, which beam I should use. Because, with elasto-plastic properties and Beam4 element, the problem gets solved (but I am not sure, if it uses the defined data table) and I can only get the elastic strain from it (as defined in the element library).

Thanks!
 
Replies continue below

Recommended for you

Thank you very much!

Just one more thing.
I want to get the axial strains in the beam. It is written as EPELDIR in the output definitions. But, how can I get it, I am not being able to figure out. By using *get or ETABLE or by some GUI, please help me in this.
 
You could just "Query Results" if you're only interested in one or two values. If you wish to write a macro of some sort you will need to use element tables or *get,,etab. I think ETABLE is probably the easier route to go here. Have you ever used element tables? The documentation does a good job explaining them. Read that and I'm sure if you have any specific questions the helpful folks here will be more than happy to assist.
 
In "Query Results", there is no option for axial strain. However, I am able to use ETABLE. Thanks for the suggestion. Actually, I have to use it as

ETABLE,name_of_table,EPEL,DIR

Before, I was thinking that EPELDIR is one (as given in the manual) and was not able to use it.

Thank you very much!
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor